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Bridge Statistics for Homestead, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Homestead, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 155 meters (509ft) Total average daily traffic: 317,326 Total average daily truck traffic: 21,783 National Bridge Inventory (NBI) Registered Bridges for Homestead
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 870178, Location: 0.4 MI S OF CAMPBELL DRIV (Lat: 25.474450, Lng: -80.444733), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 16,350 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2028), Design Load: HS 20+Mod, Features Intersected: MOWRY CANAL C-103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.337, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870179, Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477450, Lng: -80.440100), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 16,350 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2028), Design Load: HS 20, Features Intersected: SW 312 ST CAMPBELL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.917, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870192, Location: 1 MILE NORTH OF US-1 (Lat: 25.462533, Lng: -80.462483), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 16,350 (year 200 ), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: SW 328 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.126, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870193, Location: 0.5 MILE S OF CAMPBELL DR (Lat: 25.469417, Lng: -80.452500), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: SW 162 AVE FARM LIFE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.401, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870389, Location: 0.4 MI S OF CAMPBELL DRIV (Lat: 25.474450, Lng: -80.444167), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 8.34m (27.36ft), Average Daily Traffic: 16,350 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2028), Design Load: HS 20+Mod, Features Intersected: MOWRY CANAL C-103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.410, Lanes on structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 87039, Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477417, Lng: -80.439583), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 41,640 (year 2028), Design Load: HS 20, Features Intersected: SW 312 ST CAMPBELL DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.994, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870399, Location: 1.0 MILE NORTH OF US-1 (Lat: 25.462550, Lng: -80.461833), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 9.06m (29.72ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: SW 328 ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.182, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8704, Location: 0.5 MI S OF CAMPBELL DR (Lat: 25.468950, Lng: -80.452567), Route carried "on" structure: State highway 821, Year Built: 1974, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 28,367 (year 2030), Design Load: HS 20+Mod, Features Intersected: SW 162 AVE FARM LIFE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.368, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.6m (41.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870902, Location: SB ON RMP SR821 CMPBLL DR (Lat: 25.474444, Lng: -80.445278), Route carried "on" structure: Ramp State highway 821, Year Built: 2001, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 7,400 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 9,050 (year 2020), Design Load: HS 20, Features Intersected: CANAL C-103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 870903, Location: NB OFF RMP SR821 CMPBLL (Lat: 25.474722, Lng: -80.443611), Route carried "on" structure: Ramp State highway 821, Year Built: 2001, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 7,400 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 9,050 (year 2020), Design Load: HS 20, Features Intersected: CANAL C-103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 874236, Location: 0.15 mi. S/O SW 320th St. (Lat: 25.468056, Lng: -80.460778), Route carried "on" structure: City street , Year Built: 1966, Status: Closed, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 368 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 540 (year 2024), Design Load: HS 20, Features Intersected: CANAL C-103, Facility Carried by Structure: SW 167th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 87425, Location: 1 mile E of US-1 (Lat: 25.470083, Lng: -80.458889), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 4,452 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 5,187 (year 2024), Design Load: HS 20, Features Intersected: CANAL C-103-S, Facility Carried by Structure: SW 320th Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874308, Location: 0.15 mi. S/O SW 312th St. (Lat: 25.474583, Lng: -80.428139), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 220 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 378 (year 2024), Design Load: HS 20, Features Intersected: CANAL C-103, Facility Carried by Structure: SW 147th Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 87431, Location: 0.1 Mi. W of SW 157th Ave (Lat: 25.477417, Lng: -80.446861), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 1976, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 20,850 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 35,800 (year 2024), Design Load: HS 20, Features Intersected: Canal C-103, Facility Carried by Structure: SW 312th Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.190, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874311, Location: 0.2 mile S/O SW 312 St (Lat: 25.474444, Lng: -80.436111), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,468 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 3,893 (year 2024), Design Load: HS 20, Features Intersected: Canal C-103, Facility Carried by Structure: SB SW 152 Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.834, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874313, Location: 0.2 mile S/O SW 312th St (Lat: 25.474444, Lng: -80.436111), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 2,468 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 3,893 (year 2024), Design Load: HS 20, Features Intersected: Canal C-103, Facility Carried by Structure: NB SW 152nd Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.834, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 874315, Location: At SW 344th Street (Lat: 25.448056, Lng: -80.411889), Route carried "on" structure: Other road , Year Built: 1960, Status: Closed, Structure Length: 1.22m (4.00ft), Design Load: H 20, Features Intersected: Florida City Canal, Facility Carried by Structure: Perimeter Access Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Waterway Adequacy: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 874353, Location: 0.4 Mi. W of SW 137th AVE (Lat: 25.477500, Lng: -80.418333), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,946 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 6,846 (year 2024), Design Load: HS 20, Features Intersected: CANAL C-103-N, Facility Carried by Structure: SW 312th STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.044, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 874354, Location: 0.1 mile W/O Turnpike (Lat: 25.499444, Lng: -80.418611), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 16,842 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 28,648 (year 2024), Design Load: HS 20, Features Intersected: Canal C-103-N, Facility Carried by Structure: SW 288th Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.733, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 19.7m (64.6ft), Out-to-Out Width: 30.6m (100.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 87601, Location: 0.3 mi. S of SW 312th St. (Lat: 25.472778, Lng: -80.452500), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 6,712 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,380 (year 2024), Design Load: HS 20, Features Intersected: Canal C-103S, Facility Carried by Structure: SW 162nd Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: July 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 870179, Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477450, Lng: -80.440100), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 10.07m (33.04ft), Average Daily Traffic: 16,350 (year 2006), Truck Traffic: 8%, Features Intersected: SW 312 ST CAMPBELL DR, Facility Carried by Structure: SR821 SB HEFT 3.05 Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 4.917, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 870192, Location: 1 MILE NORTH OF US-1 (Lat: 25.462533, Lng: -80.462483), Route carried "under" structure: Alternate City street , Year Built: 1974, Structure Length: 9.00m (29.53ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Features Intersected: SW 328 ST, Facility Carried by Structure: SR821 SB HEFT 1.30 Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.126, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 870193, Location: 0.5 MILE S OF CAMPBELL DR (Lat: 25.469417, Lng: -80.452500), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Features Intersected: SW 162 AVE FARM LIFE RD, Facility Carried by Structure: SR821 SB HEFT 2.11 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 3.401, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 87039, Location: 9.7 MILES SOUTH OF US-1 (Lat: 25.477417, Lng: -80.439583), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 24,000 (year 2006), Truck Traffic: 8%, Features Intersected: SW 312 ST CAMPBELL DR, Facility Carried by Structure: SR821 NB HEFT 3.1 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 4.994, Lanes on structure: 3, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 870399, Location: 1.0 MILE NORTH OF US-1 (Lat: 25.462550, Lng: -80.461833), Route carried "under" structure: Alternate City street , Year Built: 1974, Structure Length: 9.06m (29.72ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Features Intersected: SW 328 ST, Facility Carried by Structure: SR821 NB HEFT 1.35 Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 2.182, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 8704, Location: 0.5 MI S OF CAMPBELL DR (Lat: 25.468950, Lng: -80.452567), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,350 (year 2008), Truck Traffic: 8%, Features Intersected: SW 162 AVE FARM LIFE RD, Facility Carried by Structure: SR821 NB HEFT 2.1 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 3.368, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Discuss this city on our hugely popular Florida forum Back to: Homestead, FL, Florida, All US cities.
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